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SEE S�ANDAFi� PLAN N0. NOTES <br /> 604 FOR C.O. DEfAIL �, pyC SIDE SEIYER CONNEC110N5 TO <br /> e NEW MAINS SHALL BE FACTORY TE6. <br /> CRADE ELEVATION <br /> 'v� � 2. iYPE A Ec B SHALL BE USED ONLY <br /> z �+ z �� ' WHEN MAIN DEPTH EXCEEDS 15 FEET <br /> _ � OR !S APPROVED BY THE ENGINEER. <br /> i� N�ALL CAP qppROVED 3. CONNECTIONS 70 CONCRETE SEWER <br /> N N0T PLUG I �COUPLINC MqINS SHALL BE MADE PER SiD <br /> S�J DWG'S 612 k 613 OR BY APPROVED <br /> o SIDE SEWER MANUFACTURED CONCREE TEE. <br /> L <br /> �� 2X MIN. SLOPE <br /> „� <br /> v� <br /> 6' PVC ASTM D3034, <br /> SDR 35 OR AWWA C900 <br /> 3� A11N. <br /> h� AIA%. <br /> CLASS 3D00 CONCNEfE <br /> O ��,��'` BLOCK (12'x12') <br /> PVC SEWER MAIN <br /> (SEE NOIE 3) �PE �A�� <br /> e SEE STANDARD DWG N0. <br /> GRADE ELEVATION C.O. �EfNL <br /> 2' Mh%. � <br /> i� � i NSTALL CAP <br /> I NOT PLUG <br /> N � I �APPROVED COUPLING <br /> c <br /> IJ <br /> o ,�sinE sEwER <br /> o �� 2R MIN, SLOPE <br /> o � <br /> a 3:i h11N. 6� PVC ASTA1 DJ034, SDR <br /> � _ O �y, ,��x 35 OR AW�YA C9D0 <br /> PVC SEN'ER MAIN n n <br /> (SEE NOTE 3) TYPE B <br /> n <br /> e <br /> :% SEE STANDARD PIAN N0. 604 <br /> CRADE ELEVATION FOR C.O. DETAIL <br /> ` z h���� I A PROVED COUPLING <br /> - I SIDE SEWER <br /> 6' PVC ASTIA D3034, <br /> SDR 35 OR AWWA C900 5 op <br /> PVC SEWER AIAIN ��p1. <br /> (SEE NOTE 3) <br /> O �S 1�s: <br /> 4�' I,'�X. <br /> lYPE "C" <br /> „ CITY OF EVERETT 9-21-1991 <br /> �-' TYPICAL SIDE SEWER do�� <br /> �"- PUB�IC WORKS <br /> �VEREn ENGINEFRING8� PU8LIC CONNECTIONS 6OZ � .���� <br /> � SERVICE S DEPARTMENT _ I nurnber 1 <br />